Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Soft Clay). Showing records 1 – 30 of 44 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


University of California – Berkeley

1. Vera-Grunauer, Xavier F. Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 The influence of diatoms on clayey soils behavior has been shown to be important through studies of these soil deposits in Japan, Mexico, Thailand, among… (more)

Subjects/Keywords: Civil engineering; Geophysical engineering; cyclic testing; dynamic site response of soft soil; geotechnical engineering; Guayaquil clay; numerical modelling; soft clay

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Vera-Grunauer, X. F. (2014). Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/4wb0444r

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vera-Grunauer, Xavier F. “Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit.” 2014. Thesis, University of California – Berkeley. Accessed March 28, 2020. http://www.escholarship.org/uc/item/4wb0444r.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vera-Grunauer, Xavier F. “Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit.” 2014. Web. 28 Mar 2020.

Vancouver:

Vera-Grunauer XF. Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Mar 28]. Available from: http://www.escholarship.org/uc/item/4wb0444r.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vera-Grunauer XF. Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/4wb0444r

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brigham Young University

2. Smith, Gabriel M. Reduction in Wick Drain Effectiveness in Typical Utah Clays.

Degree: MS, 2011, Brigham Young University

 Consolidation theory states that decreasing the spacing of prefabricated vertical drains will decrease the time required to achieve primary consolidation. Previous field tests have shown… (more)

Subjects/Keywords: wick drain; radial consolidation; soft clay; mandrel; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Smith, G. M. (2011). Reduction in Wick Drain Effectiveness in Typical Utah Clays. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3890&context=etd

Chicago Manual of Style (16th Edition):

Smith, Gabriel M. “Reduction in Wick Drain Effectiveness in Typical Utah Clays.” 2011. Masters Thesis, Brigham Young University. Accessed March 28, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3890&context=etd.

MLA Handbook (7th Edition):

Smith, Gabriel M. “Reduction in Wick Drain Effectiveness in Typical Utah Clays.” 2011. Web. 28 Mar 2020.

Vancouver:

Smith GM. Reduction in Wick Drain Effectiveness in Typical Utah Clays. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2020 Mar 28]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3890&context=etd.

Council of Science Editors:

Smith GM. Reduction in Wick Drain Effectiveness in Typical Utah Clays. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3890&context=etd


Purdue University

3. Dawood, Sulaiman. Small strain stiffness of a carbonatic fine grained soil.

Degree: MS, Civil Engineering, 2014, Purdue University

  The work presented in this thesis is part of a broad effort aimed at the characterization of the engineering properties, microstructure and mineralogy of… (more)

Subjects/Keywords: Applied sciences; Calcareous; Marl; Resonant column; Small strain stiffness; Soft clay; Civil Engineering; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dawood, S. (2014). Small strain stiffness of a carbonatic fine grained soil. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/451

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Dawood, Sulaiman. “Small strain stiffness of a carbonatic fine grained soil.” 2014. Thesis, Purdue University. Accessed March 28, 2020. http://docs.lib.purdue.edu/open_access_theses/451.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Dawood, Sulaiman. “Small strain stiffness of a carbonatic fine grained soil.” 2014. Web. 28 Mar 2020.

Vancouver:

Dawood S. Small strain stiffness of a carbonatic fine grained soil. [Internet] [Thesis]. Purdue University; 2014. [cited 2020 Mar 28]. Available from: http://docs.lib.purdue.edu/open_access_theses/451.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Dawood S. Small strain stiffness of a carbonatic fine grained soil. [Thesis]. Purdue University; 2014. Available from: http://docs.lib.purdue.edu/open_access_theses/451

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Western Australia

4. Zhang, Youhu. A force resultant model for spudcan foundations in soft clay.

Degree: PhD, 2013, University of Western Australia

 A site specific assessment is required prior to deployment of a jack-up rig at each new location to ensure the platform's ability to withstand the… (more)

Subjects/Keywords: Jack-up; Backflow; Combined loading; Offshore geotechnics; Foundation design; Force-resultant model; Soft clay; Spudcan

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Zhang, Y. (2013). A force resultant model for spudcan foundations in soft clay. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40124&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Zhang, Youhu. “A force resultant model for spudcan foundations in soft clay.” 2013. Doctoral Dissertation, University of Western Australia. Accessed March 28, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40124&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Zhang, Youhu. “A force resultant model for spudcan foundations in soft clay.” 2013. Web. 28 Mar 2020.

Vancouver:

Zhang Y. A force resultant model for spudcan foundations in soft clay. [Internet] [Doctoral dissertation]. University of Western Australia; 2013. [cited 2020 Mar 28]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40124&local_base=GEN01-INS01.

Council of Science Editors:

Zhang Y. A force resultant model for spudcan foundations in soft clay. [Doctoral Dissertation]. University of Western Australia; 2013. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40124&local_base=GEN01-INS01


University of Oklahoma

5. Taghavi, Amirata. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.

Degree: PhD, 2015, University of Oklahoma

 In the design of pile foundations subjected to lateral loading, one of the objectives is to restrict the lateral displacements. Improving the soil surrounding the… (more)

Subjects/Keywords: Geotechnical Engineering; Earthquake Engineering; Pile Groups; Ground Improvement; Soft Clay; Soil-Structure Interaction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Taghavi, A. (2015). SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23316

Chicago Manual of Style (16th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed March 28, 2020. http://hdl.handle.net/11244/23316.

MLA Handbook (7th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Web. 28 Mar 2020.

Vancouver:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/11244/23316.

Council of Science Editors:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23316


University of Newcastle

6. Parkinson, Matthew John. Strain rate effects in Ballina clay: implications for settlement and stability of embankments.

Degree: MPhil, 2018, University of Newcastle

Masters Research - Master of Philosophy (MPhil)

This thesis evaluates the influence of strain rate on the mechanical properties of Ballina clay, an estuarine soft(more)

Subjects/Keywords: strain rate; ballina clay; soft soil; settlement; stability; embankment; analysis; laboratory testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Parkinson, M. J. (2018). Strain rate effects in Ballina clay: implications for settlement and stability of embankments. (Masters Thesis). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1395015

Chicago Manual of Style (16th Edition):

Parkinson, Matthew John. “Strain rate effects in Ballina clay: implications for settlement and stability of embankments.” 2018. Masters Thesis, University of Newcastle. Accessed March 28, 2020. http://hdl.handle.net/1959.13/1395015.

MLA Handbook (7th Edition):

Parkinson, Matthew John. “Strain rate effects in Ballina clay: implications for settlement and stability of embankments.” 2018. Web. 28 Mar 2020.

Vancouver:

Parkinson MJ. Strain rate effects in Ballina clay: implications for settlement and stability of embankments. [Internet] [Masters thesis]. University of Newcastle; 2018. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1959.13/1395015.

Council of Science Editors:

Parkinson MJ. Strain rate effects in Ballina clay: implications for settlement and stability of embankments. [Masters Thesis]. University of Newcastle; 2018. Available from: http://hdl.handle.net/1959.13/1395015

7. WEIHARD, Jon. Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera .

Degree: Chalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE), 2019, Chalmers University of Technology

 Massundanträngning är ett resultat av att stora volymer pålar trycks ned i marken vilket leder till förskjutning av jordmassor i omgivande mark. Förskjutningen innebär markrörelser,… (more)

Subjects/Keywords: Massundanträngning; lera; konsolidering; hävning; FEM; Plaxis 2D; Soft soil; Modified cam clay; Sagasetametoden; Hellman/Rehnman

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

WEIHARD, J. (2019). Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/300123

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

WEIHARD, Jon. “Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera .” 2019. Thesis, Chalmers University of Technology. Accessed March 28, 2020. http://hdl.handle.net/20.500.12380/300123.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

WEIHARD, Jon. “Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera .” 2019. Web. 28 Mar 2020.

Vancouver:

WEIHARD J. Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera . [Internet] [Thesis]. Chalmers University of Technology; 2019. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/20.500.12380/300123.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

WEIHARD J. Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera . [Thesis]. Chalmers University of Technology; 2019. Available from: http://hdl.handle.net/20.500.12380/300123

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

8. Hegde, Amarnath. Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies.

Degree: 2014, Indian Institute of Science

 The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies.… (more)

Subjects/Keywords: Geocells; 3D Cellular Confinement Systems; Geocell Reinforced Clay Beds; Geocell Reinforced Soil Beds; Geocell Foundation; Soft Clay Embankment; Bamboo Cell Reinforced Clay Beds; Cyclic Plate Load Tests; Geocell 3D Modelling; Underground Pipelines; Geogrids; Geosynthetic Reinforcements; Soil Reinforcement; Foundation Engineering; Geocell Reinforced Sand; Soft Clay Beds; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hegde, A. (2014). Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2993 ; http://etd.ncsi.iisc.ernet.in/abstracts/3856/G26738-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hegde, Amarnath. “Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies.” 2014. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://etd.iisc.ernet.in/handle/2005/2993 ; http://etd.ncsi.iisc.ernet.in/abstracts/3856/G26738-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hegde, Amarnath. “Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies.” 2014. Web. 28 Mar 2020.

Vancouver:

Hegde A. Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies. [Internet] [Thesis]. Indian Institute of Science; 2014. [cited 2020 Mar 28]. Available from: http://etd.iisc.ernet.in/handle/2005/2993 ; http://etd.ncsi.iisc.ernet.in/abstracts/3856/G26738-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hegde A. Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies. [Thesis]. Indian Institute of Science; 2014. Available from: http://etd.iisc.ernet.in/handle/2005/2993 ; http://etd.ncsi.iisc.ernet.in/abstracts/3856/G26738-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

9. Suganya, K. Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil.

Degree: 2013, Indian Institute of Science

Soft soil deposits of coastal regions and lowland areas pose many geotechnical problems but it is indispensable to utilize these grounds to meet the growing… (more)

Subjects/Keywords: Soil Stabilization; Soft Soils - India; Kuttanad Soil; Soft Clays; Kuttanad Soil - Geotechnical Properties; Kuttanad Soil - Chemical Properties; Soil Mineralogy; Soils - Composititon; Soil Mechanics; Soil Erosion; Kuttanad Soil Stabilization; Soil Compressibility; Kattanad Clays - Mineralogy; Kuttanad Soils - Composition; Kuttanad Soil Structure; Kuttanad Clay; Soft Organic Clay; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Suganya, K. (2013). Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Suganya, K. “Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil.” 2013. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Suganya, K. “Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil.” 2013. Web. 28 Mar 2020.

Vancouver:

Suganya K. Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2020 Mar 28]. Available from: http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Suganya K. Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

10. ZHAO PENGJUN. CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS.

Degree: 2000, National University of Singapore

Subjects/Keywords: centrifuge modelling; numerical modelling; seismic effect; soft clay; stiff clay; reclaimed land

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

PENGJUN, Z. (2000). CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/158776

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PENGJUN, ZHAO. “CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS.” 2000. Thesis, National University of Singapore. Accessed March 28, 2020. https://scholarbank.nus.edu.sg/handle/10635/158776.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PENGJUN, ZHAO. “CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS.” 2000. Web. 28 Mar 2020.

Vancouver:

PENGJUN Z. CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS. [Internet] [Thesis]. National University of Singapore; 2000. [cited 2020 Mar 28]. Available from: https://scholarbank.nus.edu.sg/handle/10635/158776.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PENGJUN Z. CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS. [Thesis]. National University of Singapore; 2000. Available from: https://scholarbank.nus.edu.sg/handle/10635/158776

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

11. ZHAO PENGJUN. CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS.

Degree: 2000, National University of Singapore

Subjects/Keywords: centrifuge modelling; numerical modelling; seismic effect; soft clay; stiff clay; reclaimed land

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

PENGJUN, Z. (2000). CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/160090

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PENGJUN, ZHAO. “CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS.” 2000. Thesis, National University of Singapore. Accessed March 28, 2020. https://scholarbank.nus.edu.sg/handle/10635/160090.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PENGJUN, ZHAO. “CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS.” 2000. Web. 28 Mar 2020.

Vancouver:

PENGJUN Z. CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS. [Internet] [Thesis]. National University of Singapore; 2000. [cited 2020 Mar 28]. Available from: https://scholarbank.nus.edu.sg/handle/10635/160090.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PENGJUN Z. CENTRIFUGE MODELLING OF SEISMIC AMPLIFICATION IN SOME SINGAPORE SOIL CONDITIONS. [Thesis]. National University of Singapore; 2000. Available from: https://scholarbank.nus.edu.sg/handle/10635/160090

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

12. Serridge, Colin J. An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits.

Degree: PhD, 2013, Anglia Ruskin University

 Ground Improvement using vibro stone columns is gaining increasing acceptance on marginal soft clay sites as a sustainable foundation solution, particularly for lightly loaded low-rise… (more)

Subjects/Keywords: 631.4; soft clay; vibro stone columns; dry bottom-feed stone columns; stress ratio; ground improvement; recycled aggregates

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Serridge, C. J. (2013). An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits. (Doctoral Dissertation). Anglia Ruskin University. Retrieved from http://hdl.handle.net/10540/316364

Chicago Manual of Style (16th Edition):

Serridge, Colin J. “An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits.” 2013. Doctoral Dissertation, Anglia Ruskin University. Accessed March 28, 2020. http://hdl.handle.net/10540/316364.

MLA Handbook (7th Edition):

Serridge, Colin J. “An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits.” 2013. Web. 28 Mar 2020.

Vancouver:

Serridge CJ. An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits. [Internet] [Doctoral dissertation]. Anglia Ruskin University; 2013. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10540/316364.

Council of Science Editors:

Serridge CJ. An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits. [Doctoral Dissertation]. Anglia Ruskin University; 2013. Available from: http://hdl.handle.net/10540/316364

13. Serridge, Colin J. An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits.

Degree: PhD, 2013, Anglia Ruskin University

 Ground Improvement using vibro stone columns is gaining increasing acceptance on marginal soft clay sites as a sustainable foundation solution, particularly for lightly loaded low-rise… (more)

Subjects/Keywords: 631.4; soft clay; vibro stone columns; dry bottom-feed stone columns; stress ratio; ground improvement; recycled aggregates

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Serridge, C. J. (2013). An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits. (Doctoral Dissertation). Anglia Ruskin University. Retrieved from http://arro.anglia.ac.uk/316364/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.606509

Chicago Manual of Style (16th Edition):

Serridge, Colin J. “An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits.” 2013. Doctoral Dissertation, Anglia Ruskin University. Accessed March 28, 2020. http://arro.anglia.ac.uk/316364/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.606509.

MLA Handbook (7th Edition):

Serridge, Colin J. “An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits.” 2013. Web. 28 Mar 2020.

Vancouver:

Serridge CJ. An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits. [Internet] [Doctoral dissertation]. Anglia Ruskin University; 2013. [cited 2020 Mar 28]. Available from: http://arro.anglia.ac.uk/316364/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.606509.

Council of Science Editors:

Serridge CJ. An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits. [Doctoral Dissertation]. Anglia Ruskin University; 2013. Available from: http://arro.anglia.ac.uk/316364/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.606509


Universidade do Estado do Rio de Janeiro

14. Raphael Felipe Carneiro. Previsão do comportamento da argila mole da Baixada de Jacarepaguá: o efeito da submersão do aterro e do adensamento secundário.

Degree: Master, 2014, Universidade do Estado do Rio de Janeiro

A argila encontrada na Barra da Tijuca, Rio de Janeiro, é conhecida por ser muito mole e de peso específico bastante baixo. Passados 17 anos… (more)

Subjects/Keywords: Engenharia Civil; Adensamento; Argila Mole; Recalque; Submersão; Recalque Secundário; Civil Engineering; Consolidation; Soft Clay; Settlement; Submersion; Secondary Settlement; ENGENHARIA CIVIL

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Carneiro, R. F. (2014). Previsão do comportamento da argila mole da Baixada de Jacarepaguá: o efeito da submersão do aterro e do adensamento secundário. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8017 ;

Chicago Manual of Style (16th Edition):

Carneiro, Raphael Felipe. “Previsão do comportamento da argila mole da Baixada de Jacarepaguá: o efeito da submersão do aterro e do adensamento secundário.” 2014. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed March 28, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8017 ;.

MLA Handbook (7th Edition):

Carneiro, Raphael Felipe. “Previsão do comportamento da argila mole da Baixada de Jacarepaguá: o efeito da submersão do aterro e do adensamento secundário.” 2014. Web. 28 Mar 2020.

Vancouver:

Carneiro RF. Previsão do comportamento da argila mole da Baixada de Jacarepaguá: o efeito da submersão do aterro e do adensamento secundário. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2014. [cited 2020 Mar 28]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8017 ;.

Council of Science Editors:

Carneiro RF. Previsão do comportamento da argila mole da Baixada de Jacarepaguá: o efeito da submersão do aterro e do adensamento secundário. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2014. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8017 ;


Curtin University of Technology

15. Fauziah, Miftahul. Behaviour of stiff clayey soils using fracture mechanics approach .

Degree: 2009, Curtin University of Technology

 Most of the conventional elastic plastic models of soils are based on continuum mechanics, however, for stiff, hard soils and soft rocks discontinuities develop under… (more)

Subjects/Keywords: soft rocks; hard soils; continuum-based elastic plastic models; saturated clay; fracture mechanical theory; stiff; biaxial device; shear band localization

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Fauziah, M. (2009). Behaviour of stiff clayey soils using fracture mechanics approach . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/964

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Fauziah, Miftahul. “Behaviour of stiff clayey soils using fracture mechanics approach .” 2009. Thesis, Curtin University of Technology. Accessed March 28, 2020. http://hdl.handle.net/20.500.11937/964.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Fauziah, Miftahul. “Behaviour of stiff clayey soils using fracture mechanics approach .” 2009. Web. 28 Mar 2020.

Vancouver:

Fauziah M. Behaviour of stiff clayey soils using fracture mechanics approach . [Internet] [Thesis]. Curtin University of Technology; 2009. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/20.500.11937/964.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Fauziah M. Behaviour of stiff clayey soils using fracture mechanics approach . [Thesis]. Curtin University of Technology; 2009. Available from: http://hdl.handle.net/20.500.11937/964

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Curtin University of Technology

16. Arulrajah, Atputharajah. Field measurements and back-analysis of marine clay geotechnical characteristics under reclamation fills .

Degree: 2005, Curtin University of Technology

 Due to the scarcity of land at coastal regions around the world, land reclamation is commonly carried out for the future expansion of various infrastructure… (more)

Subjects/Keywords: Changi; Singapore; reclamation fills; soft marine clay

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Arulrajah, A. (2005). Field measurements and back-analysis of marine clay geotechnical characteristics under reclamation fills . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/2251

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Arulrajah, Atputharajah. “Field measurements and back-analysis of marine clay geotechnical characteristics under reclamation fills .” 2005. Thesis, Curtin University of Technology. Accessed March 28, 2020. http://hdl.handle.net/20.500.11937/2251.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Arulrajah, Atputharajah. “Field measurements and back-analysis of marine clay geotechnical characteristics under reclamation fills .” 2005. Web. 28 Mar 2020.

Vancouver:

Arulrajah A. Field measurements and back-analysis of marine clay geotechnical characteristics under reclamation fills . [Internet] [Thesis]. Curtin University of Technology; 2005. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/20.500.11937/2251.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Arulrajah A. Field measurements and back-analysis of marine clay geotechnical characteristics under reclamation fills . [Thesis]. Curtin University of Technology; 2005. Available from: http://hdl.handle.net/20.500.11937/2251

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

17. IVAN JOSE BENITES HIPOLITO. [en] EVALUATION OF STABILITY CONDITIONS OF THE JARDIM GRAMACHO LANDFILL.

Degree: 2011, Pontifical Catholic University of Rio de Janeiro

[pt] O Aterro Metropolitano de Jardim Gramacho (AMG) é o local que recebe desde 1976 os resíduos sólidos gerados pelas atividades domésticas, além das comerciais… (more)

Subjects/Keywords: [pt] ENSAIOS DE LABORATORIO; [en] GEOTECHNICAL LABORATORY TESTS; [pt] ARGILA MOLE; [en] SOFT CLAY; [pt] ANALISE DE ESTABILIDADE; [en] STABILITY ANALYSIS

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

HIPOLITO, I. J. B. (2011). [en] EVALUATION OF STABILITY CONDITIONS OF THE JARDIM GRAMACHO LANDFILL. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18415

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

HIPOLITO, IVAN JOSE BENITES. “[en] EVALUATION OF STABILITY CONDITIONS OF THE JARDIM GRAMACHO LANDFILL.” 2011. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed March 28, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18415.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

HIPOLITO, IVAN JOSE BENITES. “[en] EVALUATION OF STABILITY CONDITIONS OF THE JARDIM GRAMACHO LANDFILL.” 2011. Web. 28 Mar 2020.

Vancouver:

HIPOLITO IJB. [en] EVALUATION OF STABILITY CONDITIONS OF THE JARDIM GRAMACHO LANDFILL. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2011. [cited 2020 Mar 28]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18415.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

HIPOLITO IJB. [en] EVALUATION OF STABILITY CONDITIONS OF THE JARDIM GRAMACHO LANDFILL. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2011. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18415

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


McMaster University

18. AKBARIAN, ROHAM. MULTI-LEVEL RISK MANAGEMENT OF BUILDING SETTLEMENT INDUCED BY TUNNELLING IN SOFT CLAY.

Degree: MASc, 2019, McMaster University

Tunnelling in urban areas is one of the most challenging engineering activities, as it has relatively high “risk” due to various uncertainties and the intensity… (more)

Subjects/Keywords: multi-level risk management (RM) framework; soft clay; tunnelling-induced settlement; probabilistic risk assessment (PRA); Rt risk tool

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

AKBARIAN, R. (2019). MULTI-LEVEL RISK MANAGEMENT OF BUILDING SETTLEMENT INDUCED BY TUNNELLING IN SOFT CLAY. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/25147

Chicago Manual of Style (16th Edition):

AKBARIAN, ROHAM. “MULTI-LEVEL RISK MANAGEMENT OF BUILDING SETTLEMENT INDUCED BY TUNNELLING IN SOFT CLAY.” 2019. Masters Thesis, McMaster University. Accessed March 28, 2020. http://hdl.handle.net/11375/25147.

MLA Handbook (7th Edition):

AKBARIAN, ROHAM. “MULTI-LEVEL RISK MANAGEMENT OF BUILDING SETTLEMENT INDUCED BY TUNNELLING IN SOFT CLAY.” 2019. Web. 28 Mar 2020.

Vancouver:

AKBARIAN R. MULTI-LEVEL RISK MANAGEMENT OF BUILDING SETTLEMENT INDUCED BY TUNNELLING IN SOFT CLAY. [Internet] [Masters thesis]. McMaster University; 2019. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/11375/25147.

Council of Science Editors:

AKBARIAN R. MULTI-LEVEL RISK MANAGEMENT OF BUILDING SETTLEMENT INDUCED BY TUNNELLING IN SOFT CLAY. [Masters Thesis]. McMaster University; 2019. Available from: http://hdl.handle.net/11375/25147


Indian Institute of Science

19. Saride, Sireesh. Behaviour Of Geocell Reinforced Foundation Beds.

Degree: 2005, Indian Institute of Science

Subjects/Keywords: Soil Mechanics; Geocell Reinforcement; Geocell Reinforced Foundation - Numerical Simulation; Sand Beds; Clay Beds; Geocell Reinforced Foundation Beds; Geocell Mattress; FLAC3D; Geocell-Reinforced Clay; Geognd Reinforced Sand Beds; Soft Clay; Geocell Reinforced Soft Clay Foundations; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Saride, S. (2005). Behaviour Of Geocell Reinforced Foundation Beds. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1489

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Saride, Sireesh. “Behaviour Of Geocell Reinforced Foundation Beds.” 2005. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://hdl.handle.net/2005/1489.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Saride, Sireesh. “Behaviour Of Geocell Reinforced Foundation Beds.” 2005. Web. 28 Mar 2020.

Vancouver:

Saride S. Behaviour Of Geocell Reinforced Foundation Beds. [Internet] [Thesis]. Indian Institute of Science; 2005. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2005/1489.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Saride S. Behaviour Of Geocell Reinforced Foundation Beds. [Thesis]. Indian Institute of Science; 2005. Available from: http://hdl.handle.net/2005/1489

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

20. Saride, Sireesh. Behaviour Of Geocell Reinforced Foundation Beds.

Degree: 2005, Indian Institute of Science

Subjects/Keywords: Soil Mechanics; Geocell Reinforcement; Geocell Reinforced Foundation - Numerical Simulation; Sand Beds; Clay Beds; Geocell Reinforced Foundation Beds; Geocell Mattress; FLAC3D; Geocell-Reinforced Clay; Geognd Reinforced Sand Beds; Soft Clay; Geocell Reinforced Soft Clay Foundations; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Saride, S. (2005). Behaviour Of Geocell Reinforced Foundation Beds. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/1489 ; http://etd.ncsi.iisc.ernet.in/abstracts/1910/G19562-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Saride, Sireesh. “Behaviour Of Geocell Reinforced Foundation Beds.” 2005. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://etd.iisc.ernet.in/handle/2005/1489 ; http://etd.ncsi.iisc.ernet.in/abstracts/1910/G19562-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Saride, Sireesh. “Behaviour Of Geocell Reinforced Foundation Beds.” 2005. Web. 28 Mar 2020.

Vancouver:

Saride S. Behaviour Of Geocell Reinforced Foundation Beds. [Internet] [Thesis]. Indian Institute of Science; 2005. [cited 2020 Mar 28]. Available from: http://etd.iisc.ernet.in/handle/2005/1489 ; http://etd.ncsi.iisc.ernet.in/abstracts/1910/G19562-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Saride S. Behaviour Of Geocell Reinforced Foundation Beds. [Thesis]. Indian Institute of Science; 2005. Available from: http://etd.iisc.ernet.in/handle/2005/1489 ; http://etd.ncsi.iisc.ernet.in/abstracts/1910/G19562-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Kyoto University / 京都大学

21. MIRJALILI, Mojtaba. Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory : 2相系有限変形理論を用いた軟弱地盤上の大規模堤防の数値解析.

Degree: 博士(工学), 2010, Kyoto University / 京都大学

新制・課程博士

甲第15646号

工博第3304号

Subjects/Keywords: Consolidation; Soft clay; Constitutive model; Two phase analysis; Dynamic analysis; Levee

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

MIRJALILI, M. (2010). Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory : 2相系有限変形理論を用いた軟弱地盤上の大規模堤防の数値解析. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/126785 ; http://dx.doi.org/10.14989/doctor.k15646

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MIRJALILI, Mojtaba. “Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory : 2相系有限変形理論を用いた軟弱地盤上の大規模堤防の数値解析.” 2010. Thesis, Kyoto University / 京都大学. Accessed March 28, 2020. http://hdl.handle.net/2433/126785 ; http://dx.doi.org/10.14989/doctor.k15646.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MIRJALILI, Mojtaba. “Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory : 2相系有限変形理論を用いた軟弱地盤上の大規模堤防の数値解析.” 2010. Web. 28 Mar 2020.

Vancouver:

MIRJALILI M. Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory : 2相系有限変形理論を用いた軟弱地盤上の大規模堤防の数値解析. [Internet] [Thesis]. Kyoto University / 京都大学; 2010. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2433/126785 ; http://dx.doi.org/10.14989/doctor.k15646.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MIRJALILI M. Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory : 2相系有限変形理論を用いた軟弱地盤上の大規模堤防の数値解析. [Thesis]. Kyoto University / 京都大学; 2010. Available from: http://hdl.handle.net/2433/126785 ; http://dx.doi.org/10.14989/doctor.k15646

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Saskatchewan

22. Panesar, Harpreet Singh. Serviceability-based design approach for reinforced embankments on soft clay.

Degree: 2005, University of Saskatchewan

 The mechanism of soil-reinforcement interaction for a reinforced embankment on soft clay has been explored by conducting a parametric study using a coupled non-linear elastoplastic… (more)

Subjects/Keywords: Soil-Reinforcement Interaction; Finite Element Modelling; Soft Clay; Reinforced Embankment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Panesar, H. S. (2005). Serviceability-based design approach for reinforced embankments on soft clay. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06132005-182730

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Panesar, Harpreet Singh. “Serviceability-based design approach for reinforced embankments on soft clay.” 2005. Thesis, University of Saskatchewan. Accessed March 28, 2020. http://hdl.handle.net/10388/etd-06132005-182730.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Panesar, Harpreet Singh. “Serviceability-based design approach for reinforced embankments on soft clay.” 2005. Web. 28 Mar 2020.

Vancouver:

Panesar HS. Serviceability-based design approach for reinforced embankments on soft clay. [Internet] [Thesis]. University of Saskatchewan; 2005. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10388/etd-06132005-182730.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Panesar HS. Serviceability-based design approach for reinforced embankments on soft clay. [Thesis]. University of Saskatchewan; 2005. Available from: http://hdl.handle.net/10388/etd-06132005-182730

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universitat Politècnica de Catalunya

23. Muñoz, Juan Jorge. Thermo-hydro-mechanical analysis of soft rock. Application to a large scale heating test and large scale ventilation test.

Degree: Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2007, Universitat Politècnica de Catalunya

 This thesis deals with the theoretical and experimental analysis of the coupled Thermo- Hydro-Mechanical (THM) processes developed in geological formations suitable for the repository of… (more)

Subjects/Keywords: heating experiment; soft Rock; thermo-hydro-mechanical; coupled process; opalinus clay; 624

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Muñoz, J. J. (2007). Thermo-hydro-mechanical analysis of soft rock. Application to a large scale heating test and large scale ventilation test. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/6244

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Muñoz, Juan Jorge. “Thermo-hydro-mechanical analysis of soft rock. Application to a large scale heating test and large scale ventilation test.” 2007. Thesis, Universitat Politècnica de Catalunya. Accessed March 28, 2020. http://hdl.handle.net/10803/6244.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Muñoz, Juan Jorge. “Thermo-hydro-mechanical analysis of soft rock. Application to a large scale heating test and large scale ventilation test.” 2007. Web. 28 Mar 2020.

Vancouver:

Muñoz JJ. Thermo-hydro-mechanical analysis of soft rock. Application to a large scale heating test and large scale ventilation test. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2007. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10803/6244.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Muñoz JJ. Thermo-hydro-mechanical analysis of soft rock. Application to a large scale heating test and large scale ventilation test. [Thesis]. Universitat Politècnica de Catalunya; 2007. Available from: http://hdl.handle.net/10803/6244

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Kyoto University

24. MIRJALILI, Mojtaba. Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory .

Degree: 2010, Kyoto University

Subjects/Keywords: Consolidation; Soft clay; Constitutive model; Two phase analysis; Dynamic analysis; Levee

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

MIRJALILI, M. (2010). Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/126785

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MIRJALILI, Mojtaba. “Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory .” 2010. Thesis, Kyoto University. Accessed March 28, 2020. http://hdl.handle.net/2433/126785.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MIRJALILI, Mojtaba. “Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory .” 2010. Web. 28 Mar 2020.

Vancouver:

MIRJALILI M. Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory . [Internet] [Thesis]. Kyoto University; 2010. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2433/126785.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MIRJALILI M. Numerical Analysis of a Large-Scale Levee on Soft Soil Deposits Using Two-Phase Finite Deformation Theory . [Thesis]. Kyoto University; 2010. Available from: http://hdl.handle.net/2433/126785

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

25. ZHANG LEI. Centrifuge and Numerical Modelling of the Seismic Response of Pile Groups in Soft Soils.

Degree: 2014, National University of Singapore

Subjects/Keywords: Centrifuge test; earthquake; pile group; numerical simulation; soft clay; bending moment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

LEI, Z. (2014). Centrifuge and Numerical Modelling of the Seismic Response of Pile Groups in Soft Soils. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/118862

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

LEI, ZHANG. “Centrifuge and Numerical Modelling of the Seismic Response of Pile Groups in Soft Soils.” 2014. Thesis, National University of Singapore. Accessed March 28, 2020. http://scholarbank.nus.edu.sg/handle/10635/118862.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

LEI, ZHANG. “Centrifuge and Numerical Modelling of the Seismic Response of Pile Groups in Soft Soils.” 2014. Web. 28 Mar 2020.

Vancouver:

LEI Z. Centrifuge and Numerical Modelling of the Seismic Response of Pile Groups in Soft Soils. [Internet] [Thesis]. National University of Singapore; 2014. [cited 2020 Mar 28]. Available from: http://scholarbank.nus.edu.sg/handle/10635/118862.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

LEI Z. Centrifuge and Numerical Modelling of the Seismic Response of Pile Groups in Soft Soils. [Thesis]. National University of Singapore; 2014. Available from: http://scholarbank.nus.edu.sg/handle/10635/118862

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

26. CHUA LAI HENG. ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY.

Degree: 1986, National University of Singapore

Subjects/Keywords: Deep Excavation; Soft Clay; Ground Movement; Plastic Design; Earth Pressure; Sheetpile; Internal Bracing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

HENG, C. L. (1986). ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/162131

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

HENG, CHUA LAI. “ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY.” 1986. Thesis, National University of Singapore. Accessed March 28, 2020. https://scholarbank.nus.edu.sg/handle/10635/162131.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

HENG, CHUA LAI. “ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY.” 1986. Web. 28 Mar 2020.

Vancouver:

HENG CL. ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY. [Internet] [Thesis]. National University of Singapore; 1986. [cited 2020 Mar 28]. Available from: https://scholarbank.nus.edu.sg/handle/10635/162131.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

HENG CL. ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY. [Thesis]. National University of Singapore; 1986. Available from: https://scholarbank.nus.edu.sg/handle/10635/162131

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

27. LIM YEOW KWANG. NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION.

Degree: 2000, National University of Singapore

Subjects/Keywords: deep excavations; soft clay; wall deformation; base stabilisation; parametric study; 3-D FEM

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

KWANG, L. Y. (2000). NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/159242

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

KWANG, LIM YEOW. “NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION.” 2000. Thesis, National University of Singapore. Accessed March 28, 2020. https://scholarbank.nus.edu.sg/handle/10635/159242.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

KWANG, LIM YEOW. “NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION.” 2000. Web. 28 Mar 2020.

Vancouver:

KWANG LY. NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION. [Internet] [Thesis]. National University of Singapore; 2000. [cited 2020 Mar 28]. Available from: https://scholarbank.nus.edu.sg/handle/10635/159242.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

KWANG LY. NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION. [Thesis]. National University of Singapore; 2000. Available from: https://scholarbank.nus.edu.sg/handle/10635/159242

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

28. LIM YEOW KWANG. NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION.

Degree: 2000, National University of Singapore

Subjects/Keywords: deep excavations; soft clay; wall deformation; base stabilisation; parametric study; 3-D FEM

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

KWANG, L. Y. (2000). NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/160556

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

KWANG, LIM YEOW. “NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION.” 2000. Thesis, National University of Singapore. Accessed March 28, 2020. https://scholarbank.nus.edu.sg/handle/10635/160556.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

KWANG, LIM YEOW. “NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION.” 2000. Web. 28 Mar 2020.

Vancouver:

KWANG LY. NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION. [Internet] [Thesis]. National University of Singapore; 2000. [cited 2020 Mar 28]. Available from: https://scholarbank.nus.edu.sg/handle/10635/160556.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

KWANG LY. NUMERICAL MODELLING OF DEEP EXCAVATIONS IN SOFT GROUND WITH BASE STABILISATION. [Thesis]. National University of Singapore; 2000. Available from: https://scholarbank.nus.edu.sg/handle/10635/160556

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Windsor

29. Hafez, Dahlia Hisham. Distributed parameter sensitivity analysis of laterally loaded piles in non-homogeneous soil (soft clay overlying sand under cyclic loading).

Degree: PhD, Civil and Environmental Engineering, 2007, University of Windsor

  Laterally loaded piles are widely used to support many structures such as high-rise buildings, bridge abutments and offshore structures. This dissertation presents the study… (more)

Subjects/Keywords: Applied sciences; Cyclic loading; Laterally loaded piles; Nonhomogeneous soils; Sand; Soft clay; Soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hafez, D. H. (2007). Distributed parameter sensitivity analysis of laterally loaded piles in non-homogeneous soil (soft clay overlying sand under cyclic loading). (Doctoral Dissertation). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/8104

Chicago Manual of Style (16th Edition):

Hafez, Dahlia Hisham. “Distributed parameter sensitivity analysis of laterally loaded piles in non-homogeneous soil (soft clay overlying sand under cyclic loading).” 2007. Doctoral Dissertation, University of Windsor. Accessed March 28, 2020. https://scholar.uwindsor.ca/etd/8104.

MLA Handbook (7th Edition):

Hafez, Dahlia Hisham. “Distributed parameter sensitivity analysis of laterally loaded piles in non-homogeneous soil (soft clay overlying sand under cyclic loading).” 2007. Web. 28 Mar 2020.

Vancouver:

Hafez DH. Distributed parameter sensitivity analysis of laterally loaded piles in non-homogeneous soil (soft clay overlying sand under cyclic loading). [Internet] [Doctoral dissertation]. University of Windsor; 2007. [cited 2020 Mar 28]. Available from: https://scholar.uwindsor.ca/etd/8104.

Council of Science Editors:

Hafez DH. Distributed parameter sensitivity analysis of laterally loaded piles in non-homogeneous soil (soft clay overlying sand under cyclic loading). [Doctoral Dissertation]. University of Windsor; 2007. Available from: https://scholar.uwindsor.ca/etd/8104

30. Chini, Christopher Matthew. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate.

Degree: MS, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 This research investigated the use of non-invasive testing procedures to visualize the failure surface of four laboratory shear-testing techniques in a soft clay surrogate, Laponite… (more)

Subjects/Keywords: Transparent Soil; Soft Clay; Miniature Shear Vane; Penetrometers; Particle Tracking

…properties of the transparent soft clay surrogate. A visual inspection of the soil surrogate proved… …undrained shear strength of soft clays with depth. Full flow penetrometers force the soft clay to… …site investigations in soft clay deposits. Additionally, the ball penetrometer, the second of… …a horizontal or vertical laser plane that intersects the transparent soft clay surrogate… …soft clay surrogate. Black foam board reduced the reflectivity of the frame and the… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chini, C. M. (2015). An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78486

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Chini, Christopher Matthew. “An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed March 28, 2020. http://hdl.handle.net/2142/78486.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Chini, Christopher Matthew. “An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate.” 2015. Web. 28 Mar 2020.

Vancouver:

Chini CM. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2142/78486.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Chini CM. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78486

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2]

.